HomeMy WebLinkAbout12 CLOVER DR APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT i�00►3
APP O 1540 SULLIVAN AVENUE
i 1 ►� 644-2511.ext. 230 Bldg,Permit#
Date Building Inspector f�l o bI S 2-
Application must be printed or typed
FEE SCHEDULE / / Location of Job:
$0-$I,000s$15.00 F-
APPLICAW —MOver$1,000— No. Street Lot No.
$15.00 per$1,000
or any fraction thereof t DesignationA t.No.
P(b d 1 L (GG4✓) c LG �-
APPLICANT ADDRESS 16 ru✓1 /ZqJI
06014 �
APPLICANT'S PHONE U 201 6 g 3 3
OWN S OWNER
'q� OWNER ADDRESS
Cr
C ; OWNER PHONE U o --�j o 6- l !9 y
G ESTIMATED COST$ /yc)J
a U IS THIS A CONTRACT COST? des No
FEE ENCLOSED$.
TYPE OF JOB: 2'75'$
SOR 'New Installation
Alteration/Addition/Repair
1-7.o o3q
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? O YES []-.No
0 RESIDENTIAL CURRENT USE AND OCCUPANCY C e Si J2n<< C,rii i
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
O INSTITUTIONAL ENGINEER'S NAME PHONE
O FACTORY
Cl STORAGE ADDRESS
❑ GARAGE
Cl MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION I WIRING I MMOD,
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER.OF LIGHT FIXTURES NUMBER OF-HEAT CIRCUITS
NUMBER'OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
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THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUC WORK
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE S_ 7
r J
EVERETT O. GARDNER 8 ASSOCIATES 576 OLD POST ROAD TOLLAND, CONNECTICUT 06084
L/�UREL LnNE i.1'� PA:)L G KUEHN
1S8.00' • POLF
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a 41 Z 1.
Lo
Col. T W.• S'13.�O Vol Q
O�1dG NJF•n. Gcr.
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.T �ti 342.4 343.z 'ya�v 'q o 10 10 •O
3Y2,4 342q a4QT N
3'-11•' 341 3'3q, �ki
V
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CL.0VZ_r UP,IVF_
MORTGAGE SURVEY '
LOT #43 HIGHGATE ESTATES - SECTION Ili
TOWN OF SOUTH WINDSOR, CONNECTICUT
SCALE: 1 " = 40'
of °N~.
I hereby certify to First Federal Savings & Loan & Moo Yong and .•�P Quest °• Qa'o�C';.
Hea Joo Lee that the location of the building as shown is ;w; �,;A
substantially correct and that there are no zoning violations
of the same. ' _
No. 4395
1
'. REGISTERED,✓
�' �ryU SURVEYOR
L. S. #4395
September 29, 1978
l
PROFESSIONAL ENGINEERS LAND SURVEYORS
TO iNE '"tIAG DEPT. TOWN Of SOM
1A1s certm-•d that this plan and sPaeifleatbae to tl�Ples of the proposed building or altars,
)� �
elected at
''J 2 rQ, ,1- h,
]egether with amendments stated in s Saba
Plied with Plan and 1 a PDlicatbe and
agree to com Ply with all ZOMl1�
O IiWiding and state laws and such orders es Malt ►r
y/ ,� Issued by the Building Department durtq pM
of this application and final ywane, y
/armit.
&tried
This Plan is aPpi subject to thw
*d"I and o MOlrtl rdinances regulating building
ion that
17 Plil-d r.,in. aAaH
r as
ionditionaita Approved
Theca flNC s10
funding Inspector
(,�CIW*
'--EVERETT O. GARDNER & ASSOCIATES 576 OLD POST ROAD TOLLAND, CONNECTICUT 06054--7
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COL• r'F 3A3•�? _ .►
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PERMIT PLAN
N o. 4395 �'' •••
LAND OF U. & R. HOUSING CORP. ` = R •.• OUR
LOT #43, "HIGHGATE ESTATES", SECTION III •••.•�,NF�!S7EREo.. ••••r ��,'\\,:, `a1
A TOWN OF SOUTH WINDSOR, CONN. '••.;S�RVEroR,,.• '� TH�`,,
,a SCALE: 1 " = 40'
�. Certified substantially correct. q N/VERS Q
L.S. #4395
July 13, 1978
REFERENCE: NOTE: MDC Datum
Resubdivision of a portion of Parcel "A" �{
Highgate Estates - Section III J
1 " = 40'
#�
PROFESSIONAL ENGINEERS LAND SURVEYORS
A p p
TOWN OF SOUT;.'
9�- UIN., ERI
ENGI ERI G'
DATE:
20 10 20 40 60 N/F
GRAPHIC SCALE 1 '= 20' KEVIN E. & MARGARET C. MINGUY
S66'56'13"E 340 339
41
158.00 - APPX. LANDSCAPE AREA
° 338
i
c . ._ LOT 43 - 337
PLACEMENT AND CONSTRUCTION OF A SYNTHETIC C4 �� AREA = 30,5905 F.
FILTER BARRIER �i N N 0.70 ACRES
" " g FUTURE 12 CLOVER DRIVE 1 -10'1 10
SHED 339Xo ZONE: AA30 I
N 25't Rlt
1. SET POSTS AND 2. STAPLE THE N I` ° Z
POSTS EXCAVATE A 6" X 6" SILT - ► •s FENCING TO Z 20 min. , I III Ld I
TRENCH, SET POST FENCE ?; END POST, w
DOWNSLOPE.
_ �II {335 I
PROPOSED INGROUND POOL I I ,U-) , wI
42'x22' r I ❑ a
10D°
R.Y.
,2' MIN. 04
I-I I. III DEPTH m
Lr) 0 o
340 1 -.._� I II ❑ I i{ I wQI z
GRADE DRAIN_ 340 1I3. ATTACH FILTER FABRIC -, 4. BACKFILL THE �TO
�
/ :.,� I I i �
AND EXTEND IT TO COMPACT THE w
I moA
I' TO THE WIRE FENCING TRENCH AND
FILTER-�- r'. - - "'
�.; .- �
FABRIC THE TRENCH. EXCAVATED SOIL. I I I I �
`
340
r
COMPACTED
Y,
BACKFILL I `• _ 34
3
-
-I _-., RETAINING WALL
_ I I
, •I-I I I-I I - LANDSCAPE AREA
'I I
ii III IIII
U I.III
,
EXST. IN V=334.04 (4")
341 EXISTING PATIO CNII _R b.BOTTOM OF I334
DRAINAGEWAY DECK 13 1 335 LOT 44
\
e EXISTING HOUSE
FF-343.82
GF=342.91 FE=332.06A BSMT=336.61
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINT "B".
PLAN MEW SIDEWALK 336.
50' F.)'.- :
ELECTRIC METER J I
340f
ROOF OVERHANG /
w ,
337 r I I
o!
o I I I
DELTA=47'18'43" I®
a R=50.00'
o L-41.29'
LOT 42 0-
CB2
DELTA=48'11'23" I I TF=335.10
R=25,00' FL=331.1 (IN&OUT)
L=21.03'
105.49'
CONCRETE SIDEWALK N67'02'39"W X�F��-336,00
FL=331.1
FL=330.9
� II
-s ss s S� -s -- --s\--'�---�---sUS
SM
TFH338.26 CLOVER DRIVE �� II TFH336.37
4 s IN w W w IN
\ I I
�� II
� II
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LEGEND
336. > EXISTING ELEVATION
TEMPORARY SEEDING SCHEDULE: - -336 EXISTING CONTOUR
-- "
SPECIES LBS/ACRE LBS/1000SF SEEDING DATES BITUMINOUS CURB
ANNUAL RYEGRASS 40 1.0 3/1-6/15, 8/1-10/15 PROPERTY LINE
UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED WINTER RYE 120 3.0 4/15-7/1, 8/15-10/15
HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING AND SUDANGRASS 30 0.7 5/15-8/1 0 IRON PIN FOUND
OTHER DATA SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES,
GOVERNMENTAL AGENCIES AND / OR OTHER SOURCES. THESE TEMPORARY SEEDING NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES RECOMMENDED El CONCRETE MONUMENT FOUND
LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NATURE. BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED,
W WAT E R
ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE STRAW MULCH IS TO BE APPLIED TO SEEDED AREA AT THE RATE OF 1-1/2 TO 2 TONS PER
EXISTENCE OF WHICH ARE UNKNOWN TO GARDNER & PETERSON ACRE, 70 TO 90 LBS, PER 1000 SO. FT. SSEWER
ASSOCIATES, LLC. THE EXISTENCE, SIZE AND LOCATION OF ALL SUCH ® ELECTRIC METER
FEATURES MUST BE DETERMINED AND VERIFIED IN THE FIELD BY THE
APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU FINAL SEEDING SCHEDULE: ❑ ❑ ❑ STOCKADE FENCE
DIG 1-800-922-4455.
�R- EXISTING ROOF LEADER
PROVIDE 4 INCHES OF TOPSOIL MINIMUM, FREE OF ROOTS, LARGE STONES, AND OTHER OBJECTS, �'( EXISTING LIGHT POLE
NOTES: SPECIES LBS/ACRE LBS/1000SF SEEDING DATES 336x5 PROPOSED ELEVATION
1. THIS MAP AND SURVEY HAVE BEEN PREPARED IN ACCORDANCE WITH THE
REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 KENTUCKY BLUEGRASS 20 0,45 4/1-6/15, 8/15 336 PROPOSED CONTOUR
-10/1
THROUGH 2O-300b-20. THIS IS AN IMPROVEMENT LOCATION SURVEY BASED CREEPING RED FESCUE 20 0.45 4/1-6/15, 8/15-10/1 PROPOSED SILTFENCE
ON A DEPENDENT RESURVEY, CONFORMING TO HORIZONTAL ACCURACY CLASS PERENNIAL RYEGRASS 5 0.10 4/1-6/15, 8/15-10/1
A-2, AND TOPOGRAPHIC ACCURACY CLASS T-2, AL 45 1.00 PERMIT PLAN
vi 2. BEARINGS DEPICTED ON THIS PLAN ARE AS SHOWN ON PLAN IN MAP
+ REFERENCE 4A. IMPROVEMENT LOCATION SURVEY
0
rn
3. VERTICAL DATUM TAKEN FROM MAP REFERENCE 4B. HIGHGATE ESTATES - SECTION III
0 4. REFERENCE IS MADE TO THE FOLLOWING MAPS: PREPARED FOR
A. "RESUBDIVISION OF A PORTION OF PARCEL 'A' HIGHGATE ESTATES M R. BOB FE H E R - LOT 43
SECTION III SOUTH WINDSOR, CONN. OWNER & SUBDIVIDER - U&R HOUSING
CORP. BY: EVERETT 0.. GARDNER & ASSOC. SCALE: 1"=40' JOB NO. 4390-III PARCEL NO. 6 6- 18-'43
�r y 1 I i DATE: JAN. 19 ' 172„
B. "AS L VR`J�RI'`✓;€ HIGHGATE ESTATES TOWN OF SOUTH WINDSOR,�� 12 CLOVER DRIVE - SOUTH WINDSOR CONN.
w CONN. B1�t� R E ,'8e^ ETtK50N ASSOC, DATE: 3-31-79, MAP NO. 4390AB GARDNER & PETERSON ASSOCIATES, LLC
a rn ` '• '��' � '
M0 5. PA$C`�4�NAY<° F_'3U8'JCt< IO A CL&P EASEMENT AS DESCRIBED IN REVISIONS
178 HARTFORD TURNPIKE
J VOLUME_2,�1 , ? G ' 2 .
= "`' "- TOLLAND, CONNECTICUT
Vf .•-
0 , TO THE ES'� OF ,6N L'E OWDGf AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS
rn ,� � • %j � PROFESSIONAL ENGINEERS LAND SURVEYORS
NOTED RFf90Pl,Z7CENSp,��,� BY SCALE DATE SHEET N0. MAP N0.
_j o t L.S. 10839
c�
°' KENNETH R. PETERSON REGISTRATION N0. M.A.P. 1"=20' 04-07-2017 1 of 1 4390-43
1
othom Infernotionol Polymer VOTES:
l i En �I
Ilhom Inlernolionol, inground polymer swimming pools are C � I vl
1 for recreation use as swimming pools In residentialw: t"• o) �I
ter circulated through o filler in o closed system. The /� ddgg�f +
NSI/NSPI-5 as Type 0 pools. Fe-et-First. ( Q
TYPICAL STEP yyyy �
lernolionol, inground polymer wall swimming pools consist 1 ��PCY
4� � �-•I
Ns, braces• vinyl liners, wolk-in steps and associated OW4 Cld
(pings, spas, skimmers, fillers, plumbing, etc.) Rigid vertical 4 4 \0�1
d of high Impact polystyrene with integral vertical and TYPICAL STEP N I- E
aer•+.<vl•N•r•ol nv rn
DIe, multi-Ilex vertical panels on comprised of wwxxpas+al.w• ^�� Support M••mmy J 0 U(^+ d ]
s are comprised of polyethylene. The vinyl PVC liner is o "�",°max r. is Z
I o minimum thickness of 20 mils (0.5mm), fasteners ore ou..a ,'"',�„y m D +x•*^w' ra c U LO
9.5mm) nylon bolls with matching nuts produced from 3,_4. +lvaw.nr N
n or polyelhelyne wedges which are product specific. •w.mw•m�a a ma pg, eo 0 }
d, pointed aluminum. Steps ore o co-extruded •�•w••�>W w+wmws A 0 rA C •L.
of ASS with o wealherobte cop. Steps and Spas ore ,p°'O`. W� /i�%�+w�r•ol a f, n• }
s of Acrylic with a fiberglass backing. Specifications may .+ i C ! O
r industry standards. The Lolhom Manufacturing, Inc. �`w
•imming pods ore only ICC approved and compliant when ne+Asorrrl
with complimenting accessories with the Lothom {L�
denlificolion label. If any Lolhom Manufacturing, Inc., TYPICAL BRACE [-'N((•N++ N -"'•-'-- -
:onjunclion with a non-Lothom inground swimming pool, v.Rllwx+r+s O W'
id and compliancy is only applicable to the Latham INSTALLATION DETAIL z
product and not the entire entity. BRACE ASSEMBLY
TYPICAL STEP �"y O O 0
lernolionol, inground polymer swimming pods must be =WALL PANELS lupp•rl M••mbly ,..1�' l..l ^r 11
Ice with the manufacturers published installation J• 0 N o O
ibing, electrical and concrete decking must comply with the q 8 " LC) .--1 0
he construction site. Clearances of the pools from slopes A 2 Q N � 0
s set forth in IBC Section 1805.3 or R403.1.7. A barrier 111 a,...n+ r.rt rx< 4 7
accordance with 18C Section 3109 or IRC Section AG105, COPING I L M
OPTION �^
Q L I
signed to remain full of water at all times. The pool may REINFORCING ROD W
maker level is allowed to drop below the skimmer. When BRACE +"•`"• Z %__0 s 0c)
n is noticed or it it becomes necessary to droin the pool, D 1:.. •/—
Reviewed
builder must be contacted for instructions. \ � L0
`BRACE STAKE Columbia Research 6 TestiK9
rnNl,.xr r+l' 10140 Starr Rood,P.O.Box 9333 Q
s o label with the name of Lolhom International; the POLE ASSEMBLY Wlndsor,CA9549Z z � d d 1
TYPICAL PANEL Phone/Fox 707-838-1680 Z 0
loco ion (787 WolerAiet-Shaker Rd, Latham, New York.); o ��111 [AS andICC/ESApprevedTrsyirgLaberayory j ae z Inc LL
Yilil,, and the evaluation repot number. INSTALLATION DETAI 'I ,�• : F_ L_ L_ 0
qn VY�--JyJ 0
CONCRETE DECK Stamp' I 0-Y 0
pools may be installed without a soil investigation by a s11-14X1' C3 t•4
SELF DRILLING FASTENER I
�fessionol, subject to the code official's approval. provided PANEL t
le DD P is
¢ L0 L 7 g conditions is IOCOUnitrtd at the site: EXTRUDED ALUMINUM nlnllllllllllflr//rr
:e of uncontrollable ground water within the pod JOC of COA1,V,"ir rO I
trice of uncompocled fill in contact with any portion of the L ..........
~M'� ,
VINYL LINER(HUNG) '�•. = co
tnce of exponsive type soils. • `POOL WALL PANEL O�O `*T�
L LO
race of any soil types with on ongle of repose that will not (7
walls of the excavation of desired slopes. TYPICAL CP2 COPING =9`�. ^�•T73es > •�—
I adjacent structures posed by the proposed pod location. TYPICAL SPILLOVER SPA ''s�'•••�% co:•'<r.�' W d N
FNS
mca of any crocks or openings in soil that would not ''� r .........
AENG�a`��`pool bedding. PVC BEAD �� L;, +�� V 0
///� r 1 u nnn S
wimming pools ore designed to be installed entirely CONCRETE DECK R/F VELD / 3/i3/r2 H 00 a-
`fames A Marx Jr. tl-
eric drawings and not site specific. PANEL LOCCOPING FLEXIBLE PVC SHEET Pn><aQalorsslF.r10kleaE
?,POOL
INER RETAINER TRACK 10 High Mour&M Road
equipment shall be designed for swimming pods and shall VINYL LINER(HUNG) WALL �R/F VELD VVAIO d,New,lereey07456
*dance with the diving/sliding equipment manufacturer's 1
Mt Diving/sliding equipment manufacturer for their WALL PANEL
FLOOR Je111os A.I,Mx,lt
TYPICAL TYPICAL VINYL LINER CT YYoCcuslosal lsgioeer License No.17349 LATHAIM
CANTILEVER DECKING CROSS SECTION PAGE 2 f RMTIONAL
T
X SUPPORT DETAIL
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'ANDARDS ' +
AGIQ31 3-4"r 6 # a -5�404
AND THE --J-6 �ne.�avuw:ATMia r
D AS 7 n"wcuKswA
IAL BONDING s' .a""r wm L ML
lAj�it6 7
] PERIMETER
GRAPHEX °"="` O' X 40' RECTANGLE NONcIvINCPoa
Near L■VrO e01■1■l11T■
rAG LAME •— VOLUME M OAO x,8m Feet F
COOS E PER METER tm
CU9TONE(t VERNON►OOI MAM PO♦ ""� M6e1f 06/111.1OLLM4 WLMLYRALOYLp
SO• �•• AREA(6QFTj MO A,MMKm
pAT@ erLY117■. STEP LINENAWA18QFT.0 m OMINI RM:101 Tlri: t@ILI
°WLx 09LF-5196 me^ eF ODYER AREA(WFT.t W arwLE u:ra sEET LOF I'
I
IF DRAINS ARE
FURNISHED,TEIANDOUBLEDRAIN ■�111N1111NM/p
ASME At 12.19.8 2007 AT 3'0"MIN APART `�����r,. . y
r�i r CT�'%,a A Marx Jr.
I AND ��' G1 p#V*wd.Newjerwy Road
:RAPMENr AVOIDANCE MUST BE INSTALLED s: Marto ��rg
B v
ANSUNSPI-TYPE O POOL ru—
A.LASM` ��� NiA ,` I Enocer Lkemse M49
Im- IeerTM Vertical Grid D . E . Filters
Automatic Air Relief purges any trapped air during filter operation.
Screenless design eliminates clogging. NSFg
Integral Lift Handles and Uniform Low Profile Tank Base -+-+
make removal of grid nest fast and simple. /
High-Strength Filter Tank molded of PermaGlass Xl!"provides extra
durability for dependable,corrosion-free performance.
High Impact Grid Elements designed for up-flow filtration and
top-down backwashing for maximum efficiency. !
Heavy-Duty Tamper-Proof Bolted Center Flange Clamp
securely fastens tank top and bottom together.Allows quick access to
all internal components without disturbing piping or connections. f
Union Locknuts make disassembly and reassembly of filter from
piping fast and easy.
Noryl®Bulkhead Fittings for extra strength and heat resistance. )
Inlet Diffuser Elbow distributes flow of incoming unfiltered water
upward and evenly to all filter elements.Parabolic tank base design (-
provides for even distribution of D.E.to grids.
Full-Size 11/2"Integral Drain provides fast, 100%clean out and easier
flushing of tank.
Convenient Valve and Plumbing Options allow for customized _
e g p control.2'internal piping and plumbing for maximum flow performance.
Pi'=�iillllcgm
FILTER TYPE: Vertical Grid Diatomite:24,36,48,60 ft'(2.23,3.35,4.46,5.58ml). 5.
FILTER TANK: Injection molded PermaGlass XL1
FILTER NT : Monofilamentpolypropylene cover fitted over 8 curved ELEMENTS:
high-impact grids <<
CONTROL VALVE: 1 Y2'or 2"6-Position Vari-Flog"2"4-Position Selecta-Flo!" _
2'2-Position slide valve.May also be plumbed singularly or in series
with quick-connect union couplings(less valve).
PERFORMANCE RANGE: Y2 TO 3 HP(30 to 120 GPM) — -
DIMENSIONS: DE-2400—31 f"H x 23"W(800 mm x 584 mm) _
DE-3600—36W H x 23"W(927 mm x 584 mm)
DE-4800—42W H x 23'W(1080 mm x 584 mm) -
DE-6000—48W H x 23"W(1232 mm x 584 mm)
Above dimensions are for filter only.Overall width with slide valve is 30'(762 mm),
overall width with either 4-or 6-position multipon valve is 33"(838 mm)
Model Effective Design Turnover f
Filtration Area Flow Rate 8 Hours 10 Hours
Number ft' m' GPM LPM gallon kilo liter gallon kilo liter =
7DE-2400 24 2.23 48 182 23,040 87 28,800 109 Plumbing Versatility.Select from a wide array
DE-3600 36 3.35 72 273 34,560 131 43,200 164 of valve options for customized control of your
DE-4800 48 4.46 96 363 46,080 174 57,600 218 filtration system,including Hayward's 2'2-position
DE-6000 60 5.58 1 120_ 454 57,600 218 72,000 273 slide valve.
'Determined by pump sue and piping system hydraulics. 2'piping is recommended for flow rates of 90 GPM or more.
Flow rates above 120 GPM are not usually required for residential pools.
HAYWARD POOL PP®®FUNCTS, INC.
Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A.
900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet
Elizabeth,NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium
01997 Hayward Printed in U.S.A.
Exclusive,Swing- See-Through All Components Heavy-Duty,High-
Away Hand Knobs Strainer Cover Molded of Corrosion- Performance Motor
make strainer cover removal lets you see when basket Proof PermaGlassXr with air-flow ventilation for -
easy. No tools required.. needs cleaning and eliminates for extra durability quieter,cooler operation.
no loose ports... no clamps. guesswork.Special self-adjusting and long life.
seal ensures dependable sealing. I
I Heat-Resistant,Industrial- Mounting Base provides
Size Ceramic Seal stable,stress-free support, plus
is long-wearing and versatility for any installation
7 drip proof. for fresh or requirement.Adopts 48-
saltwater use. and 56-frome motors.
Super-Size Housing and diffuser ensure
rapid priming.
sue,.---::=•;::
ys.-••
Corrosion-Proof �.:.......:::: : Service-Ease Design
Noryl"Impeller - ;::;:::-;:,' gives simple access to all
'= internal parts.Motor and entire
has smooth,wide openings p._,:,--:_-;•
to prevent fouling or clogging. sb�'~''-- drive group assembly can be
Energy-efficient design removed,without disturbing
produces more flow of pipe or mounting connections,
equivalent horsepower. by disengaging just four bolts.
3 •
1�� �(,,IIY Nil lil_-:. II OIf 11::_ 10311! Y1
-1
SP2600X5 1/2 0.37 11/2 10 254
�-4""r-1 5P2605X7 3/4 0.56 11/2 105/8 270
SP2607X10* 1 0.75 11/2 11 279
1P/T
SP2610X15* 11/2 1.12 11/2 121/s 30881
an.r � ✓.a _
SP2615X20* 2 1.50 2 131/16 332
yr,
Aft
an. SP2621X25 21/2 1.88 2 131ha 332 '
*Super Pumps available with dual-speed motors.
-= --------
M ft --=-=
30 ----
27 90
I
24 80
i
21 70
0 18 60
is 5D i I ► Super-Size 110-Cubic-Inch Basket
0 12 40 I s° _'� has extra leaf-holding capacity and
9 30 N, extends time between cleanings. Rigid
6 20
(� /2MP30 i2KM;HP-1 KwJ ff construction with load-extender ribbing
P-0.75 ensures free-flowing operation for heavy
3 10 (1 P-o.7s
( x p-0'37 p/4 P-osaCM debris loads.
D 0
0 10 20 30 40 50 60- 70 80 90 100 110 120 130 140 GPM
Super Pump Series Pumps are listed by:
0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM
CAPACITY PER MINUTE "� NS�• CIP
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www.haywardnet.com HAYWARD`Pool Products
W 0` °r ,W. t'l 1-888-HAYWARD One source. y P
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IIII4' pppv t VZ%i.0 Jerith ,
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Jerith fence is the perfect choice to surround your swimming pool. Its aluminum construction
eliminates rust, while its durable FencCoat'" finish withstandsI
the moisture and chemicals '+ f found in a pool environment. Most building codes require swimming pools to have self- e 11
closing and self-latching gates around them. These safety features are standard on all Jerith
walk gates. In addition, our pickets have less than 4" between them, so children cannot `
squeeze through. ( N, I;Wwl
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1N�Y'{�l" r,\dal p�l �� '�7� •1 � J :!.. :
Our Ovation Fence was specifically designed to meet a Swimming Pool Enclosure Code l< N,}It� a^r w„mot (
'[1�� 17+.-1�3 f!Y r �," cif!/ ,r.r
developed by the U.S. Consumer Product Safety Commission (CPSC). This fence has nearly i four feet of space between its two horizontal rails.This virtually eliminates the ossibilit of
P Y a 1 11 1 . �-tl r { yR x,r�•,`4S't�tt6i .?.ST j+.
y;' •.� :! small child climbing over this fence. Also, achild-resistant magnetic gate latch is standard on
� xw taa' all Ovation gates. This magnetic latch keeps the release mechanism out of a child's reach and S$ype and �BOa
:....._ $ �:®rn�nta taaQ®FIDE
has abuilt-in ke lock for added security. It is also available as an option for all other Jerith
gate styles. to
Meet
a
fOd6®s$ POOR Codes
The chart on the right shows all of the Jerith fence styles and heights that meet the CPSC Style I Height 1 „
Pool Code. You will notice that there are a few "Modified" designs that are altered
y 0 4i1' 52'
54' 57 GO" 72"
Ovation
e; r specifically to meet the Pool Code (These altered styles are shown below.) For 54" high
k +"t4A' Lexington,Concord ✓.
Modified Styles #200 and #202, the only variation from the standard designs is that the Bravot Symphony
pickets do not extend below the bottom rail. Our 57" tall fences combine this same picket 101,111
change with a narrowing of the gap between the top two rails, which allows our 57" Modified
1g0 ✓
i Styles #101. #1 1 1, Lexington, and Concord to have at least 45" between the rails as the 200,202
t "r.- Pool Code requires.
✓" / ,/
I Be sure to verify the requirements for swimming pool fencing in your area before ordering. Buckingham ✓ ✓fps d
'r I(ensington
r , ) There is a Jerith fence to meet nearly every code. Select the one that's right for you! ✓ ✓
Swr�' 5"a Windsor
✓ ✓ ✓
'Modified Styles
These fences meet pool codes that require a fence to be 40"above grade
with either:
1
(a) any rail spacing and-less than 13/4"between pickets,or
h�±p (b) one 45"rail spacing between the topS of two adjacent rails and less
! than 4"between pickets.
r'r' °°`i°^ a"•° sYm°"" 1200 M°dil6d 9202 M°dill"tl Y,OI M°Jl/id le�inglon MOdll�d ° °,tl M°d,"d Gates will be self-closing and self-latching.Magna-latch latches may be
` required for some gates to meet these codes.Check local building codes for
11 l,t
your requirements before ordering.
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16
OPERATING INSTRUCTIONS
' MANUAL
i —
e
MEE.TS�'AST1 SAFETY-STANDARD FOR POOL ALARMS
AS I A MAX
urns
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Ff�-Ni:3t�.•
,
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^y
MOD -PUM A 2 85dB Horn at 10.Feet
qm
.It.1 �t�tl•'�; II
This'�rdduct;has been designed to aid in the .detection of unwanted intrusions into
uns per"v-ft"bd'pools.' POOLGUARD IS'A SAFETY ALARM SYSTEM AND NOT A
`L'IEE?8�AUING DEVIM"This:devicel- iot.intended10 replace any other safety
consideration - i.e., adult supe,vi-li n, lifeguards, fences, gates, pool covers, locks, etc,, ,
and'some devices may not detect gradual entry."
RECEIVED
APR 19 2017
South Windsor
BuiIdin De ariment
DE". TOWN of soLam Itmmoj,
".-t t.19 pies a"speoMeatlone ate tn.
/�`✓,,passed bulldlnd OI aftomtlo" to a
12 C I b ` r n aft"
�!tted In application ane
^."Pty with all zonln&
ti orders to shall be
r�! eurintt pendency
.:.snca of 0 bAd►M
Ms tbndklon,that
..ni ntr ahail a
TlaaU flla0 while
n ., inepeetol Clan►
Ifaa f]a b(52
1700152 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 04/24/2017
GIS ID:21600012 FEE: 300.00
MUNIS APPLICATION# 201700396 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: VERNON POOLMAN ADDRESS: 12 CLOVER DRIVE
ADDRESS: 540 TALCOTTVILLE ROAD OWNER: FEHER ROBERT&KELLY S
VERNON ROCKVILLE,CT 06066 12 CLOVER DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: INSTALL 20 X 41 INGROUND POOL.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
4/24/2017 11:31 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1700136 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 05/17/2017
GIS ID:21600012 FEE: 30.00
MUNIS APPLICATION# 201700396 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MCGILL ELECTRIC LLC ADDRESS: 12 CLOVER DRIVE
ADDRESS: 16 HEBRON ROAD OWNER: FEHER ROBERT&KELLY S
BOLTON,CT 06043 12 CLOVER DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: WIRE NEW INGROUND POOL EQUIPMENT TO CODE.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
5/17/2017 3:45 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE